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لا يحتاج حاسب وزن الفنية Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f₁ = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35

لا يحتاج حاسب وزن الفنية Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f₁ = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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اس وزن الفنية 2.58 Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f' = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB⭑ H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35
Transcribed Image Text:اس وزن الفنية 2.58 Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f' = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB⭑ H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35
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